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ŠPLÍCHAL, B. LEHKÝ, D. DOLEŽEL, J.
Original Title
Semi-probabilistic nonlinear assessment of post-tensioned concrete bridge made of KT-24 girders
Type
conference paper
Language
English
Original Abstract
This paper compares several methods for assessing the design resistance of an existing railway bridge made of KT-24 precast post-tensioned concrete girders. The determination of the load-bearing capacity of the structure is carried out by means of probabilistic nonlinear analysis using finite element method. Load bearing capacity is determined for the ultimate as well as serviceability limit states. A fully probabilistic approach is compared to selected code-recommended semi-probabilistic methods, which are able to greatly reduce the number of nonlinear calculations needed to estimate the design value of resistance. The results are compared and discussed with respect to accuracy and required computational time, which is a critical issue when performing a global nonlinear analysis of a complex structure.
Keywords
Non-linear analysis; finite element method; semi-probabilistic methods; KT-24 girders
Authors
ŠPLÍCHAL, B.; LEHKÝ, D.; DOLEŽEL, J.
Released
5. 9. 2022
Publisher
CRC Press Taylor & Francis Group
Location
Cape Town
ISBN
978-1-003-34844-3
Book
Current Perspectives and New Directions in mechanics, modelling and design of structural systems – Zingoni (ed.)
Pages from
1208
Pages to
1214
Pages count
6
BibTex
@inproceedings{BUT179370, author="Bohumil {Šplíchal} and David {Lehký} and Jiří {Doležel}", title="Semi-probabilistic nonlinear assessment of post-tensioned concrete bridge made of KT-24 girders", booktitle="Current Perspectives and New Directions in mechanics, modelling and design of structural systems – Zingoni (ed.)", year="2022", pages="1208--1214", publisher="CRC Press Taylor & Francis Group", address="Cape Town", doi="10.1201/9781003348443-196", isbn="978-1-003-34844-3" }